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MSE 24-hr 3 2-Year Rainfall=2.81"Proposed Conditions - Filtration <br /> Printed 12/27/2019Prepared by Larson Engineering <br />Page 13HydroCAD® 10.00-21 s/n 01934 © 2018 HydroCAD Software Solutions LLC <br />Volume Invert Avail.Storage Storage Description <br />#1 884.50' 15,659 cf Custom Stage Data (Prismatic) Listed below (Recalc) <br />Elevation Surf.Area Inc.Store Cum.Store <br />(feet) (sq-ft) (cubic-feet) (cubic-feet) <br />884.50 1,655 0 0 <br />885.00 2,086 935 935 <br />886.00 3,847 2,967 3,902 <br />887.00 19,668 11,758 15,659 <br />Device Routing Invert Outlet Devices <br />#1 Primary 884.50'21.0" Round Culvert <br />L= 90.0' RCP, square edge headwall, Ke= 0.500 <br />Inlet / Outlet Invert= 884.50' / 883.60' S= 0.0100 '/' Cc= 0.900 <br />n= 0.011 Concrete pipe, straight & clean, Flow Area= 2.41 sf <br />Primary OutFlow Max=1.16 cfs @ 12.59 hrs HW=884.96' TW=0.00' (Dynamic Tailwater) <br />1=Culvert (Inlet Controls 1.16 cfs @ 2.31 fps)